File Size: 9310 KB
Print Length: 692 pages
Page Numbers Source ISBN: 0123847052
Publisher: Academic Press; 2 edition (November 5, 2012)
Publication Date: November 5, 2012
Sold by: Digital Services LLC
Language: English
ASIN: B00AC1EGS4
Text-to-Speech: Enabled
X-Ray: Not Enabled
Word Wise: Enabled
Lending: Not Enabled
Enhanced Typesetting: Not Enabled
Best Sellers Rank: #1,146,798 Paid in Kindle Store (See Top 100 Paid in Kindle Store) #54 in Kindle Store > Kindle eBooks > Engineering & Transportation > Engineering > Civil > Environmental > Hydrology #122 in Books > Engineering & Transportation > Engineering > Civil & Environmental > Environmental > Groundwater & Flood Control #196 in Books > Engineering & Transportation > Engineering > Energy Production & Extraction > Drilling Procedures
It's difficult to rate this book. It's not a bad book at all but it's an unusual book to me. In the beginning, I thought this could be a new kind of introductory book into theoretical and applied hydrogeology. But it's not. It can't be an introduction into "hydrogeology" (in a broad sense, and the book title should have told me) because it goes too fast and jumps to conclusions that are not self-intuitive for a beginner. For instance, in chapter 2, page 25, the fact that at the bottom of a well the "pressure is equals the weight density of water times the water column H" is only stated in a practical example that shows how incompressible water is. There is no previous paragraph which explains this fact and why it is so and terminology-wise weight density is for me specif weight. A quick refresh in physic mechanic would be necessary. In Chapter 2.6 (Measuring Hydraulic Head with Wells and Piezometers) the initial and mid part are a bit overcomplicated to understand to me - why not mentioning the height of water column in the well which is something everybody can see? - and perhaps with the example Nr. 20 at the end of the chapter. On the other side, the rest of same chapter is excellent in informing the reader that the water level in a newly installed piezometer is not the same as in the surroundings because the system needs to adjust itself. In chapter 3, the Darcy Law is explained but quickly again. Concerning "Heterogeneity and Anysotropy of the Hydraulic Conductivity" (Ch. 3.5), anysotropy and heterogeneity are almost synonyms in the chapter ("In a heterogeneous material the value of K varies spatially" - "Anysotropy implies that the value of K at a given location depends on directions" page 59).
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